CN103741877A - Lattice anti-shearing device-steel-profiled steel plate-renewable concrete combination beam and production method - Google Patents

Lattice anti-shearing device-steel-profiled steel plate-renewable concrete combination beam and production method Download PDF

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CN103741877A
CN103741877A CN201310743881.1A CN201310743881A CN103741877A CN 103741877 A CN103741877 A CN 103741877A CN 201310743881 A CN201310743881 A CN 201310743881A CN 103741877 A CN103741877 A CN 103741877A
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steel
shear
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张建伟
刘方方
曹万林
卡卓乍
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Beijing University of Technology
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Abstract

梯格抗剪装置-钢-压型钢板-再生混凝土组合梁,属于建筑施工技术领域,其包括钢梁、压型钢板、再生混凝土、梯格抗剪装置、横向钢筋和纵向钢筋。梯格抗剪装置由焊接于钢梁上的剪力连接件和铺设并焊接在剪力连接件上表面的梯格横筋和梯格纵筋组成。梯格抗剪连接装置有利于承担裂缝处的剪力,充分发挥上部混凝土受压性能,避免混凝土过早受压破坏,改善组合梁的承载能力,使其具有较好的延性;与混凝土形成约束条带,极大地提高了抗剪连接装置与混凝土共同工作的性能,增强了结构的整体稳定性,有利于发挥消能减震的作用。

Figure 201310743881

The ladder shearing device-steel-profiled steel plate-regenerated concrete composite beam belongs to the technical field of building construction and includes steel beams, profiled steel plates, recycled concrete, ladder shearing devices, transverse reinforcement and longitudinal reinforcement. The ladder shear device is composed of a shear connector welded on the steel beam, and a ladder transverse bar and a ladder longitudinal bar laid and welded on the upper surface of the shear connector. Ladder shear connection device is beneficial to bear the shear force at the crack, give full play to the compressive performance of the upper concrete, avoid premature concrete failure, improve the bearing capacity of the composite beam, and make it have better ductility; form a constraint with the concrete The strip greatly improves the performance of the shear connection device working with the concrete, enhances the overall stability of the structure, and is beneficial to play the role of energy dissipation and shock absorption.

Figure 201310743881

Description

梯格抗剪装置-钢-压型钢板-再生混凝土组合梁及作法Ladder shear device-steel-profiled steel plate-recycled concrete composite beam and its method

技术领域technical field

本发明是一种梯格抗剪装置-钢-压型钢板-再生混凝土组合梁及作法,属于一种组合梁及其制作方法。The invention relates to a ladder shearing device-steel-profiled steel plate-regenerated concrete composite beam and a method thereof, which belong to a composite beam and a manufacturing method thereof.

背景技术Background technique

钢-压型钢板混凝土组合梁是一种新型结构构件,由于它受力合理且施工方便,近年来已被越来越多的应用到高层钢结构建筑和工业厂房的楼盖结构中。该组合梁充分发挥了钢材抗拉强度高和混凝土抗压强度高的材料特性,具有自重轻、承压力高、刚度大、延性好、抗震性能好等优点。压型钢板组合梁不仅具有现浇钢筋混凝土梁所具有的优点,而且在施工阶段可以起到模板和施工平台作用,综合经济效益显著。再生混凝土的使用是合理利用建筑垃圾的有效途径,对创建环境友好型、资源节约型社会有重要影响。Steel-profiled steel plate concrete composite beam is a new type of structural member. Due to its reasonable force and convenient construction, it has been more and more applied to the floor structure of high-rise steel structure buildings and industrial factories in recent years. The composite beam gives full play to the material characteristics of high tensile strength of steel and high compressive strength of concrete, and has the advantages of light weight, high bearing pressure, high rigidity, good ductility, and good seismic performance. The profiled steel plate composite beam not only has the advantages of cast-in-place reinforced concrete beams, but also can play the role of formwork and construction platform during the construction stage, and the comprehensive economic benefits are remarkable. The use of recycled concrete is an effective way to rationally utilize construction waste, and has an important impact on creating an environment-friendly and resource-saving society.

抗剪连接件在组合结构中具有承担钢和混凝土交界面剪力的作用,剪力连接件的抗剪承载力直接影响组合结构的承载能力。梯格抗剪装置起到了传递分配交界面剪力的作用,有效减少滑移量;梯格抗剪装置与混凝土形成约束条带,极大地提高了抗剪连接装置与混凝土共同工作的性能,增强了结构的整体稳定性,有利于发挥消能减震的作用。The shear connectors have the function of bearing the shear force at the interface between steel and concrete in the composite structure, and the shear bearing capacity of the shear connectors directly affects the bearing capacity of the composite structure. The ladder shear device plays the role of transmitting and distributing the shear force at the interface, effectively reducing the slippage; the ladder shear device forms a restraint strip with the concrete, which greatly improves the performance of the joint work between the shear connection device and the concrete, and enhances the It improves the overall stability of the structure and helps to play the role of energy dissipation and shock absorption.

发明内容Contents of the invention

本发明提出一种梯格抗剪装置-钢-压型钢板再生混凝土组合梁及其制作方法,在节约成本的前提下,实现废弃混凝土的合理利用,提高抗剪连接装置的整体性,控制裂缝开展,充分发挥混凝土受压性能,避免混凝土过早受压破坏,从而改善组合梁的承载能力。The invention proposes a ladder shear device-steel-profiled steel plate recycled concrete composite beam and its manufacturing method, which can realize the rational utilization of waste concrete, improve the integrity of the shear connection device, and control cracks under the premise of saving costs Carry out, give full play to the compressive performance of concrete, avoid premature concrete failure, thereby improving the bearing capacity of composite beams.

本发明采用的技术方案是:The technical scheme adopted in the present invention is:

带梯格抗剪装置-钢-压型钢板-再生混凝土组合梁包括钢梁1、压型钢板2、再生混凝土3、梯格抗剪装置、横向钢筋4和纵向钢筋5;钢梁1两端固定于柱上;压型钢板2通过剪力连接件6固定于钢梁1上;剪力连接件6上表面铺设并焊接梯格横筋7和梯格纵筋8;布置横向钢筋4和纵向钢筋5并浇筑再生混凝土3形成梯格抗剪装置-钢-压型钢板再生混凝土组合梁。其中梯格抗剪装置由焊接于钢梁1上的剪力连接件6和铺设并焊接在剪力连接件6上表面的梯格横筋7和梯格纵筋8组成。With ladder shear device-steel-profiled steel plate-recycled concrete composite beam includes steel beam 1, profiled steel plate 2, recycled concrete 3, ladder shear device, transverse steel bar 4 and longitudinal steel bar 5; both ends of steel beam 1 Fixed on the column; the profiled steel plate 2 is fixed on the steel beam 1 through the shear connector 6; the upper surface of the shear connector 6 is laid and welded with the ladder transverse bars 7 and the ladder longitudinal bars 8; the transverse reinforcement 4 and the longitudinal reinforcement are arranged 5 and pour recycled concrete 3 to form ladder shear device-steel-profiled steel recycled concrete composite beam. The ladder shearing device is composed of a shear connector 6 welded on the steel beam 1 and a ladder transverse bar 7 and a ladder longitudinal bar 8 laid and welded on the upper surface of the shear connector 6 .

所述剪力连接件6采用栓钉或高强螺栓。The shear connector 6 adopts pegs or high-strength bolts.

所述剪力连接件6为栓钉时采用透焊技术焊接于钢梁1上,即将剪力连接件6透过压型钢板2直接焊接在钢梁1上,焊缝应符合相应的技术要求。When the shear connector 6 is a stud, it is welded on the steel beam 1 using penetration welding technology, that is, the shear connector 6 is directly welded on the steel beam 1 through the profiled steel plate 2, and the weld seam should meet the corresponding technical requirements .

根据本发明的技术方案,该梯格抗剪装置-钢-压型钢板-再生混凝土组合梁制作方法,其制作步骤如下:According to the technical solution of the present invention, the manufacturing method of the ladder shearing device-steel-profiled steel plate-recycled concrete composite beam, its manufacturing steps are as follows:

1)在钢梁1上铺设压型钢板2,并在压型钢板2下方设置顶撑;1) Lay the profiled steel plate 2 on the steel beam 1, and set the top support under the profiled steel plate 2;

2)压型钢板2铺设完成后,在相应位置布置抗剪连接件6,即将压型钢板2与钢梁1固定;2) After the profiled steel plate 2 is laid, the shear connector 6 is arranged at the corresponding position, that is, the profiled steel plate 2 and the steel beam 1 are fixed;

3)沿钢梁1方向的抗剪连接件6上方布置梯格横钢7,并将该钢筋焊接于下部抗剪连接件6;沿垂直于钢梁1方向在抗剪连接件6上方布置焊接梯格纵筋9,即形成梯格抗剪装置;3) Ladder horizontal steel 7 is arranged above the shear connector 6 along the direction of steel beam 1, and the steel bar is welded to the lower shear connector 6; along the direction perpendicular to steel beam 1, the welding is arranged above the shear connector 6 Ladder longitudinal reinforcement 9 forms a ladder shear device;

4)布置横向钢筋4和纵向钢筋6,将其绑扎于梯格抗剪装置上方;4) Arrange the transverse steel bar 4 and the longitudinal steel bar 6, and bind them above the ladder shear device;

5)对抗剪连接装置、钢筋布置和顶撑验收无误后,方可在压型钢板2上方浇筑再生混凝土3;5) Recycled concrete 3 can be poured on the profiled steel plate 2 only after the shear connection device, reinforcement arrangement and top bracing are checked and accepted correctly;

6)再生混凝土3终凝后洒水养护并不少于7天;6) Recycled concrete 3 should be watered and cured for no less than 7 days after final setting;

7)待再生混凝土3强度达到设计抗压强度后拆可拆除顶撑。7) After the strength of the recycled concrete 3 reaches the design compressive strength, the top support can be removed.

本发明的有益效果如下:The beneficial effects of the present invention are as follows:

再生混凝土的使用可以起到节约资源和保护环境的作用,具有明显的经济效益和环境效益。梯格抗剪装置起到了传递分配交界面剪力的作用,有效减少滑移量。混凝土与栓钉接触面在外界荷载作用下发生剪切滑移并伴随着劈裂裂缝的产生并向上延伸,梯格抗剪装置有利于承担裂缝处的剪力,并控制裂缝进一步开展,充分发挥上部混凝土受压性能,避免混凝土过早受压破坏,从而改善组合梁的承载能力,使其具有较好的延性。梯格抗剪装置与混凝土形成约束条带,极大地提高了抗剪装置与混凝土共同工作的性能,增强了结构的整体稳定性,有利于发挥消能减震的作用。栓钉和高强螺栓属于柔性抗剪连接构件,单向受力,延性较好,而且具有施工简单的优点。The use of recycled concrete can save resources and protect the environment, and has obvious economic and environmental benefits. The ladder shear device plays the role of transmitting and distributing the shear force at the interface, effectively reducing the slippage. The contact surface between the concrete and the studs undergoes shear slip under external loads and is accompanied by the generation of splitting cracks and extends upwards. The ladder shear device is conducive to bearing the shear force at the cracks and controlling the further development of the cracks. The compressive performance of the upper concrete can avoid premature concrete failure, thereby improving the bearing capacity of the composite beam and making it have better ductility. The ladder shear device and concrete form a restraint strip, which greatly improves the performance of the shear device and concrete working together, enhances the overall stability of the structure, and is conducive to exerting the role of energy dissipation and shock absorption. Studs and high-strength bolts are flexible shear-resisting connecting members, which bear force in one direction, have good ductility, and have the advantages of simple construction.

附图说明Description of drawings

图1是梯格抗剪装置-钢-压型钢板-再生混凝土组合梁结构示意图;Fig. 1 is a schematic diagram of the structure of ladder shear device-steel-profiled steel plate-recycled concrete composite beam;

图2是图1中1-1剖面的结构示意图;Fig. 2 is the structural representation of section 1-1 in Fig. 1;

图3是梯格抗剪装置-钢-压型钢板-再生混凝土组合梁结构立体图。Fig. 3 is a three-dimensional view of the structure of ladder shearing device-steel-profiled steel plate-recycled concrete composite beam.

其中:1-钢梁,2-压型钢板,3-再生混凝土,4-横向钢筋,5-纵向钢筋,6-抗剪连接件,7-梯格横筋,8-梯格纵筋。Among them: 1-steel beam, 2-profiled steel plate, 3-recycled concrete, 4-transverse reinforcement, 5-longitudinal reinforcement, 6-shear connector, 7-ladder transverse reinforcement, 8-ladder longitudinal reinforcement.

具体实施方式Detailed ways

如图1所示,带梯格抗剪装置-钢-压型钢板-再生混凝土组合梁包括:钢梁1、压型钢板2、再生混凝土3、梯格抗剪装置、横向钢筋4和纵向钢筋5。压型钢板2的形式有开口型、闭口型和缩口型,本实施例中采用缩口型压型钢板;抗剪连接件6可以采用栓钉和高强螺栓,本实施例中梯格抗剪装置采用栓钉作为抗剪连接件6。带梯格抗剪装置及做法是在钢梁1上方铺设压型钢板2,通过栓钉将压型钢板2焊接固定于钢梁1上,在栓钉上铺设并焊接梯格横筋7和梯格纵筋8将其连接为一个整体,即梯格抗剪装置;铺设横向钢筋4和纵向钢筋5并绑扎连接,验收无误后浇筑再生混凝土3。As shown in Figure 1, the composite beam with ladder shear device-steel-profiled steel plate-recycled concrete includes: steel beam 1, profiled steel plate 2, recycled concrete 3, ladder shear device, transverse reinforcement 4 and longitudinal reinforcement 5. The forms of the profiled steel plate 2 include open type, closed type and necked type. In this embodiment, the necked type profiled steel plate is used; The device uses pegs as shear connectors 6 . Ladder shearing device and method are to lay profiled steel plate 2 above steel beam 1, weld and fix profiled steel plate 2 to steel beam 1 through studs, lay and weld ladder bar 7 and ladder grid on the studs The longitudinal reinforcement 8 connects it as a whole, that is, the ladder shearing device; the horizontal reinforcement 4 and the longitudinal reinforcement 5 are laid and bound and connected, and the recycled concrete 3 is poured after the acceptance is correct.

梯格抗剪装置-钢-压型钢板-再生混凝土组合梁通过焊接钢筋将分散的抗剪连接件组合成一个整体,该装置有利于控制混凝土裂缝的开展,充分发挥上部混凝土受压性能,避免混凝土过早受压破坏,从而改善组合梁的承载能力,使其具有较好的延性。Ladder shear device-steel-profiled steel plate-recycled concrete composite beam combines scattered shear connectors into a whole by welding steel bars. Concrete is destroyed by compression prematurely, thereby improving the bearing capacity of the composite beam and making it have better ductility.

梯格抗剪连装置和其中的混凝土形成良好的约束混凝土条带,极大地提高了抗剪连接装置与混凝土共同工作的性能,增强了结构的整体稳定性,有利于发挥其消能减震的作用。The ladder shear connection device and the concrete in it form a good restrained concrete strip, which greatly improves the performance of the shear connection device and concrete working together, enhances the overall stability of the structure, and is conducive to exerting its energy dissipation and shock absorption functions. effect.

根据本发明的技术方案,该梯格抗剪装置-钢-压型钢板-再生混凝土组合梁制作方法,其制作步骤如下:According to the technical solution of the present invention, the manufacturing method of the ladder shearing device-steel-profiled steel plate-recycled concrete composite beam, its manufacturing steps are as follows:

1)在钢梁1上铺设压型钢板2,并在压型钢板2下方设置顶撑;1) Lay the profiled steel plate 2 on the steel beam 1, and set the top support under the profiled steel plate 2;

2)压型钢板2铺设完成后,在相应位置布置抗剪连接件6,即将压型钢板2与钢梁1固定;2) After the profiled steel plate 2 is laid, the shear connector 6 is arranged at the corresponding position, that is, the profiled steel plate 2 and the steel beam 1 are fixed;

3)沿钢梁1方向的抗剪连接件6上方布置梯格横钢7,并将该钢筋焊接于下部抗剪连接件6;沿垂直于钢梁1方向在抗剪连接件6上方布置焊接梯格纵筋9,即形成梯格抗剪装置;3) Ladder horizontal steel 7 is arranged above the shear connector 6 along the direction of steel beam 1, and the steel bar is welded to the lower shear connector 6; along the direction perpendicular to steel beam 1, the welding is arranged above the shear connector 6 Ladder longitudinal reinforcement 9 forms a ladder shear device;

4)布置横向钢筋4和纵向钢筋6,将其绑扎于梯格抗剪装置上方;4) Arrange the transverse steel bar 4 and the longitudinal steel bar 6, and bind them above the ladder shear device;

5)对抗剪连接装置、钢筋布置和顶撑验收无误后,方可在压型钢板2上方浇筑再生混凝土3;5) Recycled concrete 3 can be poured on the profiled steel plate 2 only after the shear connection device, reinforcement arrangement and top bracing are checked and accepted correctly;

6)再生混凝土3终凝后洒水养护并不少于7天;6) Recycled concrete 3 should be watered and cured for no less than 7 days after final setting;

7)待再生混凝土3强度达到设计抗压强度后拆可拆除顶撑。7) After the strength of the recycled concrete 3 reaches the design compressive strength, the top support can be removed.

以上是本发明的典型实施例,本发明的实施不限于此。The above are typical embodiments of the present invention, and the practice of the present invention is not limited thereto.

Claims (4)

1.梯格抗剪装置-钢-压型钢板-再生混凝土组合梁包括:钢梁(1)、压型钢板(2)、再生混凝土(3)、梯格抗剪装置、横向钢筋(4)和纵向钢筋(5);钢梁(1)两端固定于柱上;压型钢板(2)通过剪力连接件(6)固定于钢梁(1)上;剪力连接件(6)上表面铺设并焊接梯格横筋(7)和梯格纵筋(8);布置横向钢筋(4)和纵向钢筋(5)并浇筑再生混凝土(3)形成梯格抗剪装置-钢-压型钢板再生混凝土组合梁。其中梯格抗剪装置由焊接于钢梁(1)上的剪力连接件(6)和铺设并焊接在剪力连接件(6)上表面的梯格横筋(7)和梯格纵筋(8)组成。1. Ladder shear device-steel-profiled steel plate-recycled concrete composite beam includes: steel beam (1), profiled steel plate (2), recycled concrete (3), ladder shear device, transverse reinforcement (4) and longitudinal reinforcement (5); both ends of the steel beam (1) are fixed on the column; the profiled steel plate (2) is fixed on the steel beam (1) through the shear connector (6); on the shear connector (6) Lay and weld ladder transverse bars (7) and ladder longitudinal bars (8) on the surface; arrange transverse bars (4) and longitudinal bars (5) and pour recycled concrete (3) to form ladder shearing devices-Steel-Profiled steel plate Recycled concrete composite beams. Among them, the ladder shear device consists of the shear connector (6) welded on the steel beam (1) and the ladder transverse reinforcement (7) and ladder longitudinal reinforcement (7) laid and welded on the upper surface of the shear connector (6). 8) Composition. 2.根据权利要求1梯格抗剪装置-钢-压型钢板-再生混凝土组合梁,其特征在于:所述剪力连接件(6)采用栓钉或高强螺栓。2. Ladder shear device-steel-profiled steel plate-recycled concrete composite beam according to claim 1, characterized in that: said shear connector (6) adopts studs or high-strength bolts. 3.根据权利要求1梯格抗剪装置-钢-压型钢板-再生混凝土组合梁,其特征在于:所述剪力连接件(6)为栓钉时采用透焊技术焊接于钢梁(1)上,即将剪力连接件(6)透过压型钢板(2)直接焊接在钢梁(1)上,焊缝应符合相应的技术要求。3. According to claim 1, ladder shearing device-steel-profiled steel plate-recycled concrete composite beam, characterized in that: when the shear connector (6) is a stud, it is welded to the steel beam (1 ), that is, the shear connector (6) is directly welded to the steel beam (1) through the profiled steel plate (2), and the weld seam should meet the corresponding technical requirements. 4.根据权利要求1所述的梯格抗剪装置-钢-压型钢板-再生混凝土组合梁制作方法,其特征在于:其制作步骤如下:4. The manufacturing method of ladder lattice shearing device-steel-profiled steel plate-recycled concrete composite beam according to claim 1, characterized in that: its manufacturing steps are as follows: 1)在钢梁(1)上铺设压型钢板(2),并在压型钢板(2)下方设置顶撑;1) Lay the profiled steel plate (2) on the steel beam (1), and set the top support under the profiled steel plate (2); 2)压型钢板(2)铺设完成后,在相应位置布置抗剪连接件(6),即将压型钢板(2)与钢梁(1)固定;2) After the profiled steel plate (2) is laid, arrange the shear connector (6) at the corresponding position, that is to fix the profiled steel plate (2) with the steel beam (1); 3)沿钢梁(1)方向的抗剪连接件(6)上方布置梯格横钢(7),并将该钢筋焊接于下部抗剪连接件(6);沿垂直于钢梁(1)方向在抗剪连接件(6)上方布置焊接梯格纵筋(9),即形成梯格抗剪装置;3) Ladder horizontal steel (7) is arranged above the shear connector (6) along the direction of the steel beam (1), and the steel bar is welded to the lower shear connector (6); The direction is to arrange the welded ladder lattice longitudinal reinforcement (9) above the shear connector (6), that is, to form the ladder lattice shear device; 4)布置横向钢筋(4)和纵向钢筋(6),将其绑扎于梯格抗剪装置上方;4) Arrange the transverse reinforcement (4) and the longitudinal reinforcement (6), and bind them above the ladder shear device; 5)对抗剪连接装置、钢筋布置和顶撑验收无误后,方可在压型钢板(2)上方浇筑再生混凝土(3);5) Recycled concrete (3) can be poured on the profiled steel plate (2) only after the shear connection device, reinforcement arrangement and top bracing are checked and accepted correctly; 6)再生混凝土(3)终凝后洒水养护并不少于7天;6) Recycled concrete (3) Watering and curing after final setting shall not be less than 7 days; 7)待再生混凝土(3)强度达到设计抗压强度后拆可拆除顶撑。7) After the strength of the recycled concrete (3) reaches the design compressive strength, the top support can be removed.
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CN111441524A (en) * 2020-05-18 2020-07-24 新世纪建设集团有限公司 Construction structure and construction method of circular arc type sloping roof pressing plate
CN113502733A (en) * 2021-07-19 2021-10-15 华南理工大学 Connecting rod group device for steel-concrete composite beam and construction method
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